Skip to main content
header-curve
Construction

Sheerness Berth 1 mooring piles

Overview

  • Client: Peel Ports group
  • Project Value: £1,500,000
  • Dates: November 2023 – May 2024

Peel Ports London Medway is a port facility on the mouth of the Medway River, Kent. GPS MACS have been contracted to undertake an improvement programme to the Berth 1 mooring facilities. Previously Berth 1 has been used as a metal scrap berth, servicing open top vessels that were loaded using mechanical grabbers from the deck. The project covers installing a new fendering system to allow for substantially larger car freight RO-RO vessels to berth utilising the floating platform to the South of the berth.

GPS MACS scope is to remove all existing fendering along the length of the berth, including the existing steel piles. These piles will be cut at 1m below bed level. The constructive works are to install 9 in number new 1422 mm diameter monopiles, which will be fitted with fenders and tied back to the existing Berth 1 deck using a combination of chains and painted steel brackets.

One of the biggest challenges faced on this project was the dredging operation, due to Berth 1 previously being used as a scrap metal berth inevitably over the years of loading much of the scrap metal had ended up on the river bed, impacting the dredging process. In addition to this Sheerness port is an area with high possibility of unexploded ordnance meaning GPS MACS had a full time UXO team onsite carrying out survey dives and tests to ensure no explosives were within the working area.

There was a restriction on Berth loading capabilities meaning piling could not be completed with the gate fixed to the berth. GPS MACS conducted all piling from a piling gate welded to the deck of a crane barge. The barge was positioned using tugs and minor adjustments were completed using winches fixed to anchoring points.

We were appointed on the project as principal contractor:

  • Supplying 2 no. crane barges, supply barges, tugs and safety boat.
  • Removal of all existing fendering, with piles cut 1 meter below river bed.
  • Dredging 4mx4m pockets around 9 pile locations with UXO monitoring.
  • Backfilling pockets with type 6A marine ballast.
  • Installing 9 no. 1422mm diameter 27 meter long piles.
  • Installing 9 no. brackets and fender system

Project delivery

  • We were employed as the principal contractor with overall responsibility for the safe and effective delivery of the works on site.

Engineering

  • Stability analysis for the barges
  • Deck loading analysis for the barges
  • Planned, supervised, and carried out all lifting operations on site (landside and marine). Most notable being the 35T tubular piles delivered via barge and lifted using an LR1250 crane situated on the deck of the GPS 602 flattop barge.
  • Site wide Temporary Works Coordinators. Completing temporary works designs, inspecting and signing permit to loads and providing support to the project team for implementing solutions to challenges.
  • Site engineering including quality assurance, setting out and surveying, drawings, coordinating works and planning of operations

Marine Logistics

  • Planned, supervised and carried out mobilisation of all marine plant to site. Including floating crane transfers.
  • Delivery of supply barges with piles. Managing

Commercial diving operations

  • GPS MACS managed diving subcontractors works surrounding UXO surveys and removal of existing fendering.

Construction

  • Installation of 9 no. tubular piles
  • Installation of fender steel frame brackets
  • Marine furniture and fendering
  • Fabrication of temporary works systems
  • Localised repairs to capping beam
  • Core drilling
Main Image
Main Image
Main Image
Main Image
Main Image
Main Image